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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.4 L+₹280.60 (0.08%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | IDUKKI | KERALA | 685501 | ₹3.4 L+₹280.60 (0.08%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHANAVAS P K L1 | UMARUL FARIS P K L2 |
|---|---|---|---|---|---|
| 1.00estimate | |||||
| 1.00 | OD26010/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil(MODIFIED DAR 2.8.1) | 9.45 | cum | 344.22 ₹3,252.88 Lowest | 346 ₹3,269.7 |
| 1.00 | OD26027/2026-2027:Dry Rubble Masonry- Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.
complete as per direction of departmental officers at site | 16.8 | cum | 3,821.24 ₹64,196.83 Lowest | 3,825 ₹64,260 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.5 | cum | 8,775.72 ₹30,715.02 Lowest | 8,779 ₹30,726.5 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 14 | cum | 608.67 ₹8,521.38 Lowest | 610 ₹8,540 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 15.81 | cum | 63 ₹996.03 Lowest | 65 ₹1,027.65 |
| 1.01 | OD26231/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/Quarry muck , spreading in
layers , levelling the top at site and consolidation by ramming , etc complete for improving the
CBR value of subgrade etc ( OD based on 51.2.3 DAR ) | 17.54 | cum | 944.28 ₹16,562.67 Lowest | 947 ₹16,610.38 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 23.91 | cum | 8,784.48 ₹2,10,036.92 Lowest | 8,788 ₹2,10,121.08 |
| 1.01 | OD26025/2026-2027:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | 1 | each | 4,647.98 ₹4,647.98 Lowest | 4,655 ₹4,655 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
23 Jul 2026, 2:00 pmClosed
Block Development Officer
Mini Civil Station, Koduvally Block Panchayath Office, Koduvally
MP-LADS-25-26 Hon MP Shri. MK Raghavan - Construction of Korangadu Monnamthod Parammal Road in Ward-3Thamarassery GP- Koduvally BP-General Civil Work
2026_CRD_860645_4
4125563-2026
Open Tender
Civil Works - Roads
Item Rate
240 days
Koduvally BP
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,473
Yes
24 Jul 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
23 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1estimate | |||||
| 1.001 | OD26010/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil(MODIFIED DAR 2.8.1) | 1 | cum | - | - |
| 1.002 | OD26027/2026-2027:Dry Rubble Masonry- Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.
complete as per direction of departmental officers at site | - | cum | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.005 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.006 | OD26231/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/Quarry muck , spreading in
layers , levelling the top at site and consolidation by ramming , etc complete for improving the
CBR value of subgrade etc ( OD based on 51.2.3 DAR ) | 1 | cum | - | - |
| 1.007 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.008 | OD26025/2026-2027:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | - | each | - | - |
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